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HomeMy WebLinkAboutEngineering Design Wind PressureENONEE NG Lcy CORPORATE OFFICE: 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 (954) 354-0660 i (866)396-9999 TEAM @ENGIN EERINGEXPRESS. COM ENGINEERINGEXPRESS.COM Wind Load Calculation ASCE 7-16 Ch 30 Wind Loads -Components &Cladding 7th Edition (2020) Florida Building Code Site Information Owner: Phil Bruno Wind Speed (Vtna): 160 MPH Exposure Category: B Velocity Pressure Coef. (Kh): 0.70 Directionality Factor (Kd): 1 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: II Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 Mean Roof Height (h): 15 ft. Roof Slope (0): Flat Roof Slope Coefficient (0c): 0.9 Min. Building Dim. (L): 30 ft. End Zone Distance (a): 3 ft. Prepared in accordance with: ASCE 7-16. Ch 30. Wind Loads - Components & Cladding 7th Edition (2020) Florida Building Code Design Pressure ASD (allowable stress design) Wind Velocity is VGLT (ultimate) VASD=sgrt(0.6; VOLT) © 2021 E-Tempest.com ID: inastercraft-P1786 Design Wind Pressure (PMAx+. PMAX-): h560 ft. h>60 ft. Max Positive Pressure (PMAx+) PMAx+ = gh(9c GCppos + GCP) PMAx+ = gh(6c G%pos + GCpi) Max Negative Pressure (PMAx-) PMAx- = gh(6c GCp-kg - GCpi) PMAx- = gh(6c GCpm - GCpI) Device Calculations: ASCE 7-16. Chapter 30. All Subsections # Size Zone Elevation Area AreaT I K> q= GCp+ GCp- Pmax+ Pmax- (W x H) (ft) (ft2) (ft2) (lb/ft2) (lb/ft2) 1 192 x 110 1 Int 1 7 146.67 1 85.33 0.70 45.88 0.8 -0.9 24.6 -27.1 1. THGNFORMATION ISNTEIDED TO PROVIDED ESGN PRESSURES FOR THE PURPOSEOFTHENSTALLATDN OF GLAZED UNITS&OPENING PROTECTION AS PROPOSED AND PROVD m BY OTHERSNOCERTFCATDN.EtfHER EXPRESSED OR MPL®,60FFEAED ASTOTHEVALORYOR APRGABLRYOFINYPROMSED SYSTBAOR CONPONENTUST) ALONG WITH THESE PRESSURES.ALL PRODUCTSSHALL SENSTALLED N S11RCTACCOROANCEWITH VALID FLORDAPRODUOTAPPHOVALS/W D MUSTMETTHESEPRESSURESFOR THEGNEI SIZE LMRATDNS 2. NO CERTIFICATION OR REVIEW COFFERED THATTHEWTOPOSED UNRSMEETANYS3RESSREOUNBAHJTSALL EGRESSISSIESARETO SEADDRESSED BYTHEPERMRTNG CONTRACTOR AND TH ELOCAL SU LONG OFFC PL. G. MEHOSTSTRUCTUREGASSUMED TO BEADEOUATETOWITHSTAND THELOADSMPOSED SYTHGDESGN ASWORKREPLACESEC;TND FRANNG.OR OPBJNGSDESGNM AND CERTIFIED EVAN ENGINEER OFRECORD (EOR).THECONTRACTOR.SULDNG OFFCMSHALLVERFYTHATTHESUBSTRATEEDIOSM DURNG WORKGSOUND FOR NSTALLATON OFTHGSYSTEMLF DEFCBJCESAREFOUND N THEEK6TNG HOSTSTRUCTURETHGEIGNEER OR n1EEOR SHALL BENOTF® BEFORECONTNUNG CONSTRUCTION AND RESETVESTHERGHTTO RE- NSPECTAND RE-W&UATEDESGN.NO WMRMTY.EmEi E%PRES� OR LTLED.SCONTANED HEREIN. a. DMEISONSARESHOWNTO LLUSTRATEDESGN FOROESAND OTHER DESIGN CRffERtkTHEYMAYVARYSMHTLY.TOTHEDaEdTTHATTHEOPENNG ANFAGNOTSMALLE3 THAN 5%OF THEEIGNEEREDDESIGN. CONMACTOR GTO VERFYALL FwLO OMe4SONSMK)R TO NSr&LATON. 5. ENGINEER SFALAFFD(ED HERETOVALOATESSTRUCTURALDEGNASSHOWN ONLY.USEOFTHESPECFCATDN BYCONTRACTOR.eIeLNDE.WFES&MVESHMML6ST ISEJONEEi FOR ALLCOST&DM t3 NgCUDNOLEDALFEES&APPELUTEFEESRESULTNGFROMMATEMFABRCATDN.SYST MECTDN,&CONStRUCTDNMR TCESBEYONDTHATWHCHG S. ENGNE iNGWRESSHASNOTMrEDT ISJOBSRENFORMATONCONTMED PRIOR �a Richard Neet, P.E. [FL PE 86488] 202 04/26/2021 Page 1 of 1 7. E)(CEPTASORESSLYPROVDEOHME-N.NOADDTfONALCERTFCATONSORAFFFIMATONSMENTEADED. AND NVALDATEOUR CERTFCATIDN- Cert of Auth #9885, WITH ENGINEER SEAL VALID FOR (1) JOB ONLY 1/4/2021 Florida Building Code Online I BCIS Home I Log In 1 User Registration I HoLTopica I Submit Surcharge ; Stats &Facts Publications ; Contact Us i BCIS Site Map Links I search db a Product Approval x;:. *U&ER: .,�' r Public User Product Approval Menu > Product or Application Search > .11caUon Ust > Application Detail r � E FL # FL13757+R7 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method . Town and Country Industries 400 West McNab Road Ft, Lauderdale, FL 333D9 (954).493-8551 tomj@tc-alum.com Frank Bernardo frank@eng ineenngexpress.com Thomas B. Johnston 400 west McNab Rd: Ft, Lauderdale, FL33309 (954)970-9999. tomj@tc-alum.com Vat s G®PI Shutters ' CE). Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U Evaluation Report.- Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E. Evaluation Report Florida License PE-OD46549 Quality Assurance Entity National Accreditation and Management Institute . Quality Assurance Contract Expiration Date 12131/2021 Validated By- ORLANDO L. BLANCO, P.E. C Validation Checklist - Hardcopy Received Certifidate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By . FL13757 R7 COI INDEP123.odf Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994. Florida Licensed Professional Engineer or Architect https://wvvw.floedabuilding.6rd/pr/pr ppp_ tl.aspx?param=wGEVXCwtDo,vgk7yHMuovbmRcEiVwSME98dzDrGlebyZHrnSz7dhZgiA%3d%3d 1/2 1/4/2021 Florida. Building Code Online FL13757 R7 Equiv E UIV123.DdF Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/12/2020 Date Validated 08/13/2020 Date Pending FBC Approval 08/2212020 Date Approved 10/13/2020 Summary of Products FL # Model, Number or Name Description 123757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13757 R7 II DWG1.pdf Approved for.use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PED046549 Impact Resistant: Yes Created by Independent Third Party: Yes . Design Pressure: N/A Evaluation Reports Other: See installation drawings for allowable span/pressure FL13757 R7 AE EVALI.pdf combinations and additional limitations of use. Created by Independent Third Party: Yes dIAMEMMEM 13757.2 5.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13757 R7 II DWG2.pdf Approved for use outside HVHZ: Yes : Verified By: Frank L. Bennardo, P.E. PE0046549 .Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation drawings for allowable span/pressure FL13757 R7 AE EVAL2.odf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level "E" for use with essential facilitles.and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R7 IT DWG3.odf 'Approved for use outside HVHZ: Yes Verified By: Frank L, Bennardo PE-0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +1101-128 Evaluation Reports Other: See product drawing for additional information, FL13757 R7 AE EVAL3.pdf anchorage, etc. Created by Independent Third Party: Yes ez�: n�• Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.497-1874 The State of Florida Is an AA/EEO employer. Cap„}Tloht 2007-2013 State of Florida.:: Private Statement :: Accessibility Statement :: Refund Statement Under Florida law, small addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. instead, mntati the office by phone or by traditional mall. It you have any.questlons, please contact 850.487.1395, 'Pursuant to Section 455275(i), Florida Statutes, effective October 1, 2012, .licensees licensed under Chapter 455, F.S. must provide the Department with an small address IF they have one, The email$ provided may be used for afficlal communication with the licensee. however email addresses are publicremal. If you do not wish to supply a personal address, please provide the Department with an emall address which an be made available to the public. To determine if you are a licensee under Chapter 455, F.S„ please dice here . Product Approval Accepts: ME®®0® Credit Card Safe https://wvyw.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQvvtDgvgk7yHMuovbmRcEiVw5ME98dzDrGlebyZHmSz7dhZgiA%3d%3d 2/2 GENERAL NOTES: I. THIS SYSTEM HAS CODE SEVENTH EC FZONE, AND THE IN C). THIS SYSTE T. E1996-09. S 2. POSITIVE AND NE( DETERMINED PER! REQUIREMENTS A� BUILDING CODE SI CAPACITY VALUES 3. TESTING WAS COP 4. DESIGN PRESSURE SAFETY FACTOR. S. THIS SYSTEM HAS 1-3, IN ACCORDAN INDEPENDENTLY A 6. NO INCREASE IN A LOAD DURATION F 7. DETERMINE THE P( DOCUMENTS IN A( WIND LOAD CALCI SHALL BE USED. B. THE SYSTEM DETA SITE. 9. ' THESE INSTALLATI 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 6.8 STREAMLINE SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ AS DEFINED IN _M SHALL BE VCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 THESE PRODUCTS. WIND )ANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR - DNS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC JCTPI IrTTONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL PRODUCT APPROVAL. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER GIGIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIdNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION . AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION:. TOWN & COUNTRY INDUSTRIES FORT LAUDERDALE FL 9LB MISSILE LEVEL D - ASTM E1986, E1996 & E330 - TAS 201 202 & 203 FLORIDA PRODUEt APPROVAL NUMBER ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 K.S.I. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4"0 OR 3116"0 5052 ALUM. ALLOY. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OFTHUMBSCREW, PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. TOPAND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 10' . ALL DIMENSIONS SHOWN INCLUDE POWDER COATING -FINISH. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. SHUTTER MAY BE INSTALLED WITH UP TO (2) ADDITIONAL BLADES OF SLACK. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. TABLE 1: ACCORDION SHUTTER SPAN SCHEDULE SHUTTER _POSITIVE DESIGN PRESSURE IPSFI NEGATIVE DESIGN PRESSURE SPAN PI SFI 72" 100 100 BB' 70 70 120'. 53 53 144" 43 40 1.'V DESIGN -PRESSURES SHOWN IN "ACCORDION SHUTTER SPAN SCHEDULE' ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 2. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT.HIGHER SPAN SHALL BE USED. U CJ >r HURRICAN E. PROTECTIO N LOCK] TABLE 2• }UNLIMITED WIDTH-{ TYPICAL ACCORDION 1 SHUTTER ELEVATION 1 N.T.S. EXTERIOR ELEV TABLE 2 NOTES: 1. MINIMUM SEPARATION FROM GLASS HVHZ NON-HVHZ SEE NOTE 3 SHUTTER SPAN INSTALLATIONS 530'ABOVE GRADE INSTALLATIONS >30'ABOVE GRADE INSTALLATIONS 531YABOVE GRADE INSTALLATIONS >30'ABOVE GRADE 72" 2-114" 1.5/8" 2-3/8" 1-5/8" 99" 3.112" 1.718" 3-518" 1-7/8" 120" 4.118" '2° 4.1/4" 2° 144" 4-71W 2" 5" 2° VISIT ECALC.10/26160 O<.- FOR 6RE 6PECIFlCOENgTIXJS ' S MORE INFOR OR SGNTA N TNSO 60R 1185OOCUAffM R CODE VISIT ENOINEERINOEIIPRESS.O V!ORE GORAOORIONgLEUW6. R6Po0.1L.R sOLWCfiS 2.' 3. 4. S. 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH'ASTM E1996. 08j(1'1,Fi Q20 I PROJECTION VAF 4.874" MAX. -1t .0.195" 0.096" ti "-- I11t.O0 G.919-5� " c 0.125" 0.630"-0.062" 0.630" OX6�0 5.745MAX. 5.745" MAX.— 0 OWALL O BUILD OUT WALL SCALE: HALF SIZE SCALE: HALF SIZE WHERE SHOWN, SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS T'k2.G55"� y 1.069" I � 0.105° ' N 0.7B1" a Oj SILL I SCALE: HALF SIZE 4.753" 4.510"-{ .227 NOTE: THICKNESS OF BARE METAL W/O PAINT 15.0.039" 15 6.8 STREAMLINE STACK SCALE: HALF SIZE OSILL ADAPTER SCALE: HALF SIZE 0.062" --r d_J_ L 0.200" —SUPPORT LEG O3 STREAMLINE CEILING TRACK SCALE: HALF SIZE Og EXTENDED SILL SCALE, HALF SIZE 0J .105' 2.36T' E.075" N 0.044' '• �' II o.07 —4.510"-} �3.506'� ' ip EXTENDED SILL ADAPTOR 17 ADJUSTABLE SILT_ BOTTOM 6.B STREAMLINE SLAT/BLADE SCALE+ HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE 2.620'• 1.993° 0.14� 0.143" :�D m 0.630" 0.06 " - 'L n 0.060" o.wo' J 1 15 RADIUS_CEILING HEADER SILL 77 6.8 STARTER SCALE: HALF SIZE SCALE: HALF SIZE [:-I 1 osiiz,�zozo ^"20-26160 _I It�h0.125" I N 19 ANGLE I SCALE: HALF SIZE H 0.250" 0.610" STAINLESS STEEL ASSEMBLY 0.320"0 HOLE 0.880' NYLON p,p WNEEL 22 ROLLER ASSEMBLY SCALE: HALF SIZE R0.155" R0.500" 4.000° 0.500" 0 t]0.064" �i 2.250" 0.250" 0.1 4 k.224" � II-Z.000"J 0.060' -2.750"--1 RAINGUARD 2g DECORATIVE FLOOR TRACK SCALE: HALF SIZE SCALE: HALF SIZE ..NOTE: DECDRATIVE FLOOR TRACK MAY BE ATTACHED TD ANGLE PER DETAILS Cb/5 OR C8/6. 5. {500" x 13/16" WIDE {--}0.400" T i A --1 �" 7- n 0.125" 0.8. 188" c:7�TYP. 0.689. DDEELL pp ZZ SECTION A INOUTSTMALEJYJTOEMS 35 BOX LOCK SCALE, HALF S1ZE T_ 0.250" 1 39 2X7 ANGLE SCALE: HALF SIZE 280!go. -I 0 0." o w - r0.050' N ` Z*0.120"d �r �� o.7sB" 0.870" CYLINDER -SOLID BRASS, NICKEL PLATED HOUSING -ZINC DICAST,POWDER COATED KEY/THUMB TURN OPERATED INSIDE. 23 BRASS PUSH LOCK SCALE: HALF SIZE 0.090" 30 UNIMATE LOCK SCALE: HALF SIZE 36 T-LOCK ADAPTER (OPTIONAL) SCALE: HALF SIZE }---1.625"-1 0.0 0. o.xzs^ 0.085". i 6.ass" 20 ALT. 1" END STRIP SCALE, HALF SIZE "NYLON WASHER OR ALUMINUM TRACK'S 0 x 2-3/4" 410 HT S.S. REW W/TC ULTRACOTE ATING P TOP a BOTTOM) BUSHING W/ WASHER: 7/16"0 x 1/2" @ INTERIOR JOINT TOP 7/16"0 x 1" 0 INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR 24 BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE 7/16"0 STAINLESS STEEL NUT 30 5/16"0 INTERNAL THREAD T-SCREW INSERT S7 SCALE: FULL SIZE 0.09 0.093" M 21 1.5'k3"xO.093" ANGLE SCALE: HALF SIZE If ' 5/16-I8xl MACHINE SCREW STAINLESS STEEL HEAD STYLE VARIES 38 THUMB SCREW SCALE: FULL SIZE �2.000"---� 0.125" 0.125' ri 25 2"x3"xO.125" ANGLE SCALE: HALF SIZE 0,357" 0.276"' 'T..... ------ . r0.591 n 0.062"-Jl- -1}- 140I 154' 28 BOX CENTER INSERT SCALE: HALF SIZE 08 % "i21 920 I0.607' I ..w� a m T1� 0.222° 0.240" }' OA62' I-0.176' 32 FEMALE BOX CENTER = m J \\E f o i�n SCALE. HALF SIZE�� -11-0.062" w S bpi 3 GG0 � <�F E 0 .0430" n UhBb" k�'�acc c "i m'It gKd L.050"� .264 qq G 'E 8II,5 2" & 3" EXT N- 2.018, lo' o N m �062' �0 RECESS SILL SCALE: HALF SIZE 20-26160 9 ANY ANCHOR PER ANCHOR EDGE SCHEDULE @ IB" O.C. EXISTING DIST, GLAZING N A .ANGLE .. EMBE LC-G D RECITON EMBED. 17 i (INTERIOR) ' !Y 17 MIN.,0.062" THICK GOG3-T6 ALUM. 30 ANGLE 1" x 1" MIN. TO 2" x S" MAX. EDG1 c — (ANGLE LEG MAY BE REVERSED) DIST• — D ANY ANCHOR PER ANCHOR SCHEDULE @ IB" O.C. 13 13 13 13 #12 x 112" GALVANIZED OR S.S. SMS, 30 3116"0 ALUM. POP RIVET, OR 1/4-20 '6.80" (TYP.1 l USE (1) BRASS PUSH LOCK OR (1) MACHINE BOLT& NUT @ 18" O.C. (F_XTERIOR) S/16-18 1UMB SCREW INTO THREADED ,r INSERT 37 AT 1/3 SPAN TO 2/3 SPAN TYPICAL PLF"' "' FROM BO OM OF SHUTTER. RECEIVING END STRIP SCHEDULE SCALE: 3" = V- (INSIDE) 13 I m�i O�1 W SILL r� � I O ( 0 0TYPICAL OUTSIDE CORNER CLUS DETAILS WO/CORNER POST NTS TRANK DENN4A00 PE PE/ Da465�9 CA/49aG � i=+1 � i SEE END STRIP �8k L/I SCHEDULE FOR MAX. NG SPAN WHEN USING F 2.0, 40a, 40b OR 40c, � 1/4" OR 6.8 STARTER C R, 17 MAX. WITH 21 OR 25. z I v z 21 25 (i1Erl. LLyLLFI- FASTEN ANGLE TO TRACK W/ I') ° ui = {i.. �_on 21 �21 #IOxl" SCREWS AT �>¢ 6RHER, TOP & BOTTOM; AND t 21 (�� y4 Q W —£ 4 ATTACH 2" AL STARTEANIZEDF(R o f m 19 912 x 3/2" GALVANIZED OR � '� S.S. SMS 3/i6"0 ALUM. POP o m z w .RIVET Oh 1/4-20 MAGI IINE TE END STRIP DETAIL BOLT & NUT p IB"O.C. STARTER AND ANGLE 1nww = 1' A ANY TRACK W/ p w SCREW BOSSES. CI ZN 1/4" Tij Y ZIK F Gi 10 p j FASTEN STARTER STRIP TO TRACK W/ (2) 010x1" SCREWS AT CORNER. TOP ALTERNATE END STRIP DETAIL a BOTTOM. On z n °tea mLL ��m, 3w E z g s .. ro SCALE: 3" = 1'-O'• ANv TRACK W/SCREW BOSSES. (� L iGLE EXISTING GLASS oN gF� of / SEE END STRIP SCHEDULE FOR MAX. SPAN WHEN USING 20, 40a, 40b OR 40c, 1/4" OR 6.8 STARTER ` MAX. WITH 21 OR 25. 4U 40 USE APPROPRIATE 40 20 STARTER STRIP 70 PROVIDE CLOSURE FOR BUILDING CDNOITIONS. \� --- , (OUTSIDE) 1 20-261( SCALE: _ PAGE DESCUMU USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER a' MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1'-0" TABLE A Ccc1) PRESSURE VS ALLOWABLE LENfaZLI PSF 2"x2k1/B ND B/0 ]"x3"x] B' 62 ISO' 18W )2 IN 1Tl 92 114' 102 110' 1 0 104' U.4 SCHEDULE FOR MAX. SPACING i Cl CONNECTION TYPE \ REFERENCE ANCHOR \ SCHEDULE FOR MAX. SPACING 2 FASTENERS 6063-T6 ALLOY � `I w EACH ANGLE SEE TA A FOR _ W o^ 1" x 2" x 1/8" I �,I I ALTERNATE THRU GOLF OR 2" x 2" x 1/6" I i Cl CONNECTION TrPE REFERENCE ANCHOR ALUM. ANGLE SCHEDULE FOR MAX. 13 I I SPACING THREE 3/16"0 ALUM. ° � 1 ,� POP RIVETS O I1 A I GLASS THREE li 12 SMS , TYP. ' 17 OR DOOR- 3/16"0 ALUM. POP I 1T RIVET OR ff1Z SMS II gCTC.gN� \ la 18" O.0 (TYP.) w � MAY USE MALE OR w :n FEMALE LOCI( -SLAT l p 13 ALTERNATE THRU BOLT C5 CONNECTION TYPE Cl CONNECTION TYPE CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR T. SCHEDULE FOR MAX. SCHEDULE FOR MAX. SPACING EXISTING HOST- ---- -- -- STRUCTURE 3/16 RIVET OR #12 SMS (� 10" O.C. OR 1/4-2( NUT b BOLT (TYP.). ALUM. TUBE— „ 6063-TS ALLOY SEE TABLE B FOR SIZE. 1" x 2" x 093" 6063-T6 - ALUM. ANGLE, TYP. SIZE. TABLE B (cc4j PRESSURE VS ALLOWABLE LENGTH PSF 2'x2'k11��gg VVlifi B/0 3"x3'k18" WITH /0 62 166' 72 1or Ssr 82 '!Ol' 14T 92 95, 139" 102 90' 132" 120 83' 12P I50 7q^ 109° 200 64' 9T 3/16"m ALUM. POP RIVET OR !!12 SMS (1 70" O.C. (TYP.) 2 FASTENERS EACH ANGLE 1 -THREE 3/16"0 ALUM. POP RIVETS OR IT THREE fi 12 SMS, TYP. 1" x 2" x 7/e" OR 2" x 2" x 1/0 " Y ALUM. ANGLE USE MALE OR FEMALE LOCK -SLAT CC4 TYPICAL CORNER CLOSURE DETAILS NTS ff 12 x 1/2" GALVANIZED (OUTSIDE) Rsns o, 3/76•'� ALUM. SIDE CLOSURE OPTIONS O POP RIVET, R 7/4-20 MACHINE BOLT b NUT SCALE: 3" - 1'-O" (al 1B"D.C. EXISTING HOST STRUCTURE 1/4-ZO MACHINE BOLT W/NUT (d 72" O.C. OR fl 14,SM5 dal 6" O.C. (TYP. TOP b BOT TOMI MN GLASS SEPARATION PER TABLE 2F. Imo'—i WASHER ITYP.I t14x3/r." SMS 0 9" O.C. ANGLE TO TUBE CONNECTION 1ED. I 6063�T6 ALUM. TUBE 5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPAUNG CU ALTERNATE GUILD OUT MOUNT SECTION SCALE: 3"= 1'- 0" To Z 19 iLA55 ,R DOOR ¢ F w 1- Nw0 7 V I Z V w 2 w J X pzm ¢ n ¢ G Q E paF U N SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, BLOCK DR WOOD FRAMING EE INSIDE SILL MOUNT SECTION SCALE : 3"= 1'- 0" e�• oasssaraoe°flees OS/l��y2020 II wry L!-tpj� t1J{,0� oNLLpe1 Will U'(,?l�a9 w� 'S� o9 411- m�wz OW a� -20-26160 I of =O GLASS ' O w GLASS OR DOOR — OR DOOR r N F � MN xwQw 13 1/4"-20 THRU BOLT W/ GLASS EPARATIO XNVai� ¢ _ Q 1111. z 1/2" SMS @ 12" O.C. LOCK NUT @ 1Z" D.C. OR PEIi S I- w ti DR 3/ 16"0 ALUM. POP 12 x 1/2" SMS @ 12" O.C. E.S. rnOLE2 LOF RIVETS @ 6" O.C. OR 1/4"0 OR 3/16"0 ALUM. POP _ wD ALUM. POP RIVETS @ 12" O.C. RIVETS @ 6- O.C. E.S. \ �_ vJ 11 AND 3Q R 1/4"0 ALUM. POP RIVCTS I ASSEMB" @ 12 D.C. E.S. ` 1/4" MAX. FROM PIN ' @AND @GUIDE TO BUSHING ASSEMBLY --- WASHER (TYP.) TYP. EXISTING CONCRETE. o BLOCK OR WOOD FRAMING 1O / 4 CONNECTION TYPE w REFERENCE ANCHOR / EDGE SCHEDULE FOR MAX. i DIST. / SPACING AS SHOWN 3 CONNECTION TYPE IN DIAGRAM ON PG. 9 V/l REFERENCE ANCHOR EXISTING C I / \ SCHEDULE FOR MAX. BLOCK OR WOOD \ SPACING. ALT. FASTENER �.'MAX.ON. FRONT AND ' �111 MFROM WITH THIS LOCATION ACK ANCHORS NOT REQ'D PIN GVIDE TO ' 1�T BUSHING WASHER INSIDE MOUNT SECTION (TYP.) A Ily SCALE : 3"= V- 0" I ��—�/ TYP. BOTTOM j ND TE: FOR DETAILS A, B, 0, AND E ON THIS SHEET, 1 THE BA TRACK MAY BE INSTALLED IN SECT IONS ± WITH 1/4" GAPS, PROVIDED THAT EACH SECTION HAS I A MINIMUM OF TWO SETS OF ANCHORS AND IS A 1 MINIMUM OF 12" LONG. THE SILL OR CEILING TRACK USED WITH THE BASE TRACK MUST BE CONTINUOUS OVER THE GAPS BETWEEN SECTIONS, C5 CONNECTION TYPE REFERENCE ANCHOR XISTING SCHEDULE FOR MAX. STRUCTURE SPACIN 1 5" MAX. _ W C1 CONNECTION TYPE w F REFERENCE ANCHOR 19 F m = o SCHEDULE FOR MAX. i- ww SPACING /2•• MIN GLASS 13 F=- Z u m BSI/2" EPARATION w - M Q II' XZf1Z f- PER Q WQ l7 0 (S�DR J TABLE 2 g . U w D OR 6 Q _ 1/4' MAX. FROM PIN MN GLASS DE TO B S NG SEPARATION W111-TYP. GUIWASHER ITIP.) PER TABLE GLASS tttttt 3 CONNECTION TYPE OR DOOR —l1 EDGE RCCERENCE ANCHORU D ST. SCHEDULE FOR MAX. SPACING w F 50R6 OR L7 V 3 ® 6 :TC. w C, IING / •• ('7 CONNECTION TYPE OINSIDE MOUNT SECTION REFERENCE ANCHOR B SCHEDULE FOR MAX. SCALE : 3"= 1- 0" SPAC1140 5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING CONCRETE, SPACING BLOCK OR WODD FRAM) EMBED. BUILD OUT MOUNT SECTION Ca EXISTING CONCRETE, SCALE: 3"= 1'- 0" BLOCK OR WOOD FRAMING DIST EXISTING 4 CONNECTION TYPE EMBED. STRUCTURE REFERENCE ANCHOR ��.5 CONNECTION jp.�J��- SCHEDULE FOR MAX. / REFERENCE AMC SPACING SCHEDULE FOR t 1/4-20 MACHINE BOLT W/NUI @ 12" O.C. OR 014 SMS @ 6" O.C. ITYP. TOP & BOTTOM) WASHER (TYP.) • r w rw w o 1 GLASS w OR ODORA . G SS 13 ' W w I 072 x 1/2" SMS (@ 12" SEPARATIO _ = J p W W J 7 rw» 16"OALUM.PER ww- O.C.0.S 6" 13 POP RIVE@O.0BLE2 X oZl- GLASS OR lll.Y1y� OR 1/4"0 ALUM. POP Q rc Q DOORS{( 13 =xz.Wzi� RIVETS @ 12" O.C. £ uN - PER TABLEMN. GLASS w Xw yl- SEPARATION _ w Z O Z PER TABLE aJ¢a 7OANDOB 1/4"MAX. FROMPIN_QM 1/4-ZO S.S. MACHINE £ oo 2 ASSEMBLY 1/2'• GUIDE TD BUSHING SCREW & NUT P U N 1/2' TYP. WASHER ITYP.? 3 12" O.C. Q ow w GLASS 1/4" MAX. FROM PIN FROM N OR DOOR w 4 CONNECT1ON TYPE w 1/2" GUIDE TD BUSHU 1 a GUIDE TO BUSHING REFERENCE ANCHOR OO WASHER (TYP) WASHER (TYP.) EDGE X 5 6 SCHEDULE FOR MAX. ¢ EXISTING CONCRETE, DIST. SPACING AS SHOWN 2 CONNECTION TYPE = BLOCK OR WOOD EXISTING CONCRETE. 4 CONNECTION TYPE IN DIAGRAM ON PG. 9 REFERENC.E ANCHOR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR -MAX ?.OR N SCHEDULE FOR MAX. SPACING 3" z 1/4" EDNT. CONNECTION TYPE 012 x 1/2" SMS @ 17" SPACING. ALT. FASTENER 063-T6 ALUM. ANGLE REFERENCE ANCHOR O.C. OR 3/16"0 ALUM. LOCATION. FRONT AND EXISTING CONCRE tE, AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6" O.C. BACK ANCHORS NOT REQ'D BLOCK OR WOOD FRAMING I S SHOWN DASHEDI SPACING OR 1/4"B ALUM. POP WITH THIS LDCATION Op WALL MOUNT SECTION RIVETS @ 12" D.C. O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT SCALE: 3'= l'- 0" SCALE . 3"- l'- 0" SECTION SCALE, 3"= 1'- 0" tltry N W t VEO 0016599 CAOJBBS 08I 0L-9.020 pN v Gtn 1 Iry ITII1)LLNw �w IA! �Z�1 /�111(•. V `0'I OQ 07 $? LUl; Sew=i NO: e�z ow n LL N t�r (r1m�4 00 �D6 Cn Oyu O mLL gym. � E £ O 21 _ 0 3 Kt �r 20-26160 ' 12 — — - - • - FRANK BENMIROO PE PEA 0090349 fAoaaS MR GLASS GLASS TTTrrr SEPARATION Z PER TABLE 13p0 OR DOOR --1I _ 0871 2f2Q20 hull MIX = Paz � XN� GLASS OR DOOR Z a Q CC L ls--w rPE. z� . I W ASS TION R F m °J ul I V N W N Wu#flo LE 2- =^�� i I J I u� = rzZo Fw N O 2 j*<W aw ( In E /2" 1 MAX. FROM PIN GUIDE X Z13 . 1J < O lei 6u\I �NQ a U.L1: j I TO BUSHING WASHER (TYP.) FROM L Q .250" FROM PIN 28 Q a GUIDE TO BOTTOM w z TWO 1/4"0 WOOD OF LAG @ SCREWS o W i O.G. MAX. WH 2"1, w TI IREADED PENETRATION C4 CONNECTION TYPE "T" INTO CENTER OF 2X STUDS REFERENCE ANCHOR N SCHEDULE FOR MAX. Lill EMS. "T' 14 SMS MIDSPAN BETWEEN /m / SPACING STUDS FOR TRACK TO 1" x 4" y PLYWOOD & TUBE CONNECTION Y C / DIST. STRUCTURE rz m ? STUCCO FINISH 1" 4" x EXISTING HOST ALL -6063—T6 ALUM. TUBE 6 THIS DETAIL TO BE USED WHEN STUD SPACING 1.J0 DECORATIVE FLOOR TRACK DETAIL EXCEEDS THE MAX. ALLOWABLE ANCHDR SPACING. SCALE : 3"� T- 0" z o m s ' O WALL MOUNT SECTION THIS DETAIL MAY G 0 a0 gym^ a'o B SCALE: 3"= 1'- 0ALSO BE " ^ m BUSED AT TP � � Cam- /`■ \ E \I w3 7 aACCORDION SHUTTER w It � v PER PRODUCT APPROVAL = I~- o MN GLASS --GLASS Iw- OR DOOR - SEPARATION 15 V=I 1. PER TABLE N n APPL[CABLEATTOP - >C a Z 4 AND OR BOTTOM In< N EXISTING WOOD (G=).42) TRUSS OR RAFTER C P�. a ` a g 4� 9 1/2" MIN. _ 1/4" MAX. FRUM PIN GUIDE TO BUSHING WASHER ITYP.I 24" MAX. D.C. EXISTING FINISH -1/2" -1/2"S,� a s I pB'�n� i "33E6 2"X3"Xie"X CONTINUOUS OR -2.175° 3 6 1/4"TILE (TYP) MATERIAL i i G €P§ 3 i 2" X 2" XYe' X CONTINUOUS 3 6061-T6 ALUMINUM ANGLE FINISH MATERIAL 2" x 5" x 1/0" 6063-T6 it ii ii w n sf _& a B 5¢� t �;y 3/4" PLYWOOD ALUM. ANGLE W/ THREE _ 0.9" MIN. THICK 6061-T6 r FASTENED TO ANGLE ALUM TRACK WITH 1/4-20 X ^-_' 1/4"0 A325 GRADE THRU BOLT 7" O.C. @ OR 5/16"0 A325 GRADE THRU BOLT @ 12" O.C. WOOD LAC, t ANGLE FASTENED TO 1 3" FROM ENDS i �, - GALV, OR S.S. SCREWS SCREWS WITH 2-3/4" g MACHINE SCREWS AT EXISTING 3 KSI CONCRETE AND 9" O.C. FOR THE HOST STRUCTURE WITH BALANCE :, E„ �n .` �— 1/4"0 DEWALT ULTRACON TO IK' MINIMUM THREADED PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, - 5 6 01 r R ^ m a "0 g %-0 DEWALT ULTRACONS EXISTING CONCRETE CONCRETE/[MU W/1-1/4" EMS. 24" D.C. MAX. WHERE R ti R [d e AT 3" FROM ENDS AND 4" . 2-1/2" MIN. STRUCTURE (3000 i PS[ MIN) 5" D.C. MIN. ANGLE EXTENDS BEYOND coPN20-2c4EemHsaP.L O.C. FOR BALANCE WITH OR 1/4"d LAG SCREW @ 9" O.C. W/7-7/B" LAST TRUSS MORE TITAN 1�"MIN EMBEDMENT AND MAX. DESIGN LOAD AT 5'. MIIX SPAN: EXISTING CONCRETE. . MIN. EMB. IN WOOD SG=0.42. TO 0.55 6", EXTEND ANGLE TD 20-26160 2Y," MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR / `- NEXT TRUSS. w STAGGERED WITH 3" MIN. MAX. DESIGN LOAD AT 6-0" MAX SPAN: - WOOD FRAMING. SEE, 2" x 5" x 1/8" CONT. PAse Rescuvnon: SPACING, TYP. A:52 P.S.F. ANCHOR SCHED.'i` ALUM. ANGLE (6063-T61 13 w BUILDOUT MOUNT BASED ON TYPE OF STRUCTURE x= �� - lia SCALE, NTS [MAX. DESIGN LOAD ± 72 P.S.F.) ' O Hb PASS MRIJ DETAIL TRUSS MOUNT SECTION m �j i SCALE : 3"= T- 0" SCALE : 3". T. o^ G u C 12' MIN FROM EDGE OF SHUTTEF TOP OR BOTTOM 3.5" MIN, TYPICAL 2.875"0 HOLE (TO RECEIVE ROUND WINDOW ASSEMBLY) MAXIMUM OF WINDOWS PER EVERY OTHER BLADE EDGE OF ACCORDION SHUTTER BLADES (D LIGHT-N-VIEW WINDOW 8 N.T.S. EXTERIOR ELEV 0.125" 0.032' 0.196" tSe 0.125' 0.032' 29 LIGHT-N-VIEW .WINDOW N.T.S. SABIC PLASTICS SLX1431T-UL-94HB 0o 2010 2010 ROUND WINDOW ASSEMBLY EDGE OF ACCORDION SHUT ER BLADES 2.875"0 HOLE TO RECEIVE ROUND WINDOW ASSEMBLY ROUND WINDOW ASSEMBLY EXISTING HOST STRUCTURE EMBED. ALT. LEG DIRECTION 1/4" ALL POINTS SOLID SET ANCHORS WITH 7/0" MIN. EMBED IN CONCRETE OR HOLLOW BLOCK, 3" MINIMUM 1/2" SPACING, AND 3' MINIMUM EDGE DISTANCE AX (2) 6063-T6 ALUMINUM" ANGI.ES PER BEAM END, SIZE 1/2PER SPAN TUBE SCHEDULE I SPAN TUBE PER PPEaNOUBsNN CAi48e5 08 1Z I/�? Z� 1- Q 0 Z DESIGN SCHEDULE ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT @ F a f M Ea 12"O.COR 914 x 3/4"SMS 6"D.C. / [; ..FM NO IIITt1i s '-Igo UNtn 3" MIN I 5 6 x,MAX. ��; ¢U¢� W a Wm EDGE DISTANCE MIN. GLASS �.! o $ z /' `i -2 73 Il SEPARATION w o(•�)) p °o w Aw EXISTING GLASS OR ODOR -II j� PER TABLE 2 p w II No�u 3 r X ®i u In �u O 3" MIN EDGE a z r1/2- MAX was W 0 DISTANC 11- 5 6 H 3 16.e AX. FROM.PIN GUIDE ^ _` ¢ ACCESS 1/4-20 MACHINE BOLT W/NUT @ 12" O.0 OR *14KOLEx 3/4" SNS 6" O.C. -SPAN TUBE PER EMBED.- - I DESIGN SCHEDULE .1, 1/2. (2) 6063-76 ALUMINUM TAX, ANGLES PER BEAM END, SIZE EXISTING PER SPAN TUBE SCHEDULE HOST HOST_ 1/4"0 THRU BOLTS SEE BEAM 'RU TURE SCHEDULE FOR REQUIRED NUMBERS 1/4" ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN EMBEO IN CONCRETE OR HOLLOW BLOCK 3" MINIMUM SPACING, AND 3" MINIMUM EDGE DISTANCE MAX. DESIGN LOAD t 72 PSF 3 SPAN TUBE SECTION N.T.S. VERTSECTION SPAN TUBE SCHEDULE ALLOWABLETUBE NUMBEROF UOF MINIMUM ANGLE TUBE SIZE SHUTTER SPAN SPAN THRU-BOLTS ANNCHORS PER ANGLE LENGTH TOP BOTTOM TOP BOTTOM TOP BOTTOH TOP BOTTOM TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE 60" 123.W 135.2' 2 2 2 3 4" 7' 7x5'k 96" 101.7' 106.9' 2 2 3 3 7' 7' 0.125' 123" 89.9" 94A' 2 2 3 3 7' 7' SO" 129.1" 157.01 2 2 2 3 4" 7- 96' 114.8" 124.1' 2 2 3 3 7' 7' 0.125 123' 102.5' 109.6' 2 2 4 4 10" 10" 60" 136.0' 198.9' 2 2 3 3 7" 7" 2-xa-x 96" 122.7- ' 155.7' 2 2 , 3 4 7' 10" 0.12S' 123' 115.4' 137.5' 2 3 4 5 10" 13" Or 158.1" 240.0. 2 2 3 4 7" 70, 2Y101 0.1075 96" 140.6" 229.9' 2 3 4 6 10' 16' 123' 1322' 203.1' 3 4 5 7 1T' 19" !� SPAN TUBE SCHEDULE NOTES: X x ANGLES zSz1J-4" ANGLES FOR 2"x5" S. 2"x6" BEAMS. 2. USE 2' x5'x1/4' ANGLES FOR 2"xB" & 2"x10° BEAMS. 3. USE BEAM SCHEDULE FOR DETAIL 3/8, 4. TOP & BOTTOM BEAMS MAYBE USED TOGETHER OR IN C014BINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. p 5. SPAN TUBES MAY BE USED IN A MID -SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W/.ROUND WINDOW BELOW THE BEAM. MID -SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS (INCLUDING SPANS, ANCHORS, ANGLES AND BOLTS), WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS $ N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. '43 o � n rn�l O n F on 3� os CCO� A.? r C� "^ 20-26160 I 8• ANCHOR SCHEDULE: CONCRETE O� s ANCHOR LOAD (ps0 Spans Up To W-O" CONN TYPE Cl C2 I C3 I C4 I CS Soans Up T..s'-3"I Syans up CONN TYPE CI C2 I C3 C4 C5 C1 I C2 C3 I C4 I CS 1/4" [Tw TAPCON DR ELCO ULTRACON WITH 1.3/4" EMBED (3192ps1 MIN CONC) 47 16.0"I 56.0" 15.0" I6.0" t6.0" 16.0" L6.0" 9.0" 13.0" 16.0" 16.01, 9.5" 5.5" 8.5" 14.5" 53 16A" 16.0" 30,5" 14.5" 16.0" 16.0" 12.0" 7.0" 10.5' 16.0" 15,0" 7.5" 4.5" 7.5" 10.5" 62 70 100 I6.0" 16.0" 15.0" I6.0" 13.0' 7.5" B.5" 7.0" 4,5" 12.5" I1.0" 7.S' 16.0" 16.0" 50.5" 16.0" 15.5' MO" 9.5" B,D' 7.5" 5.5" 5.01' 4.5" 8.5" 7.5" 7.5" 15.0" 11.5" 10.5" 15.0" 15.0" 15.0" 7.5" 7.5" 7.5" 4.5" 4.5" 4.5" 7.5" 7.5" 7.5" 10.5, l0.5" 10.5" 1/4" MILL MILLFAST WITH 1-3/4' EMBED (3275ps1 MIN CONCRETE) ()-> 4J 16.0" 16.0" 15.0" 16.0 16.0" 16.0" 16.0" 9,0" 13.5' 16.0" 36.0" 8.5' 5.5" 9.0" 13.5" 57 62 I6.0 16.0" 16.0" 15.0" 11.0" 8.5" 15.0" 13.0' 16.0" 16.0" 15.0" 16.0" 11.0" B.5" 7.0" 5.5" 10.5" 9.0" 16.0" 13.5" 13.5" 13.5" 7.0" 7.0" 4.5' 4.5 7.5" 7.5" 9.5" 9.5" 70 16.0" 12.0" 7.0" 11.0" 16.0" 14.0" 7.0" 4.5" 8,0" 10.5" 13.5" 7.0" 4.5' 7.5" 9.5" 100 13.5" 7.0" 4.5" 7.5" 9.5" I3.5" 7.0" 4.5' 7.5" 9.5" 13. S" 7.0" 4.5" 7.5" 9.5" I/4" DEWALT CRETEFLE7( SS4 W/ 2" EMBED (3350ps1 MIN CONC) ��11Lii:L11Yp _ 43 16.0" 16.0" 16.0" 16.0" 16.0" 16.O" 16.0" 13.5" 16.0" 16.0" 16.0" 17- B.0" 13.0" 16.0" 53 I6.0" I6.0" 16.0" 16.0' I6.0" 16.0" 16.0" 10.0" 15.5' 16.0" 16.0" IO.d' 6.5" 11.0" 14.0" 6Z 16.0" I6.0" 12.5" 16.0" 16.0" I6.0" I2.5" B.0" 13.d' 1G.0" I6.0" 10.0" 6.5" 11.0" 14.0" 70 100 16.0" LBO.. 16.0" 10.0" 30.5" 16.0" 11.0" 16.0" 14.0' 16.0" 16.0" 10.5" 10.0" 6.S" SLd' 14.0" I6.0" 10.0" 6.5" 6.5" 11.0" 14.0" ' 1/4"[TW TAPCON OR ELCO ULTRACON WITH 1.3/4'• EMBED'(3192ps1 MIN CONC) ' 1" MIN EDGE DISTANCE C1 C2 C3 C4 C5 C1 CZ C3 C4 CS C3 C2 C3 C4 C5 43 Sfi.O" 16.0" 7.5" 8.0" I6.0" 16.0" L6.0" 5,0" 5.5' 16.0" I6,0" 9.01, 7.0" 4.0" 14.0" 53 16.0" 16,0' 5.5" NE, 1fi.0" 16.0" I2.0" 4.5" 16.0" 14.5" 7.S" LO.O" 62 16.0" I5.5" 4.5" S.S" IG.O" 15.0" 9.0" 4.0' 14.5" L4.5" 7.5' I0.0" 70 16.0" 12.5" 4.0' S.0" 16,0" 15.0" 7.5 11.0" LE 7.S" 10.0" 100 14.S" 7.5" - 10.0" SA.S" 7.5'• 10.0" 14.5" 7.5" 10.0" w I/4' MILLENIUM MILLFASi WRH 1-3/4" EMBED (3275psf MIN CONCRETE) 43 16,0" 16.0" 11.0" 13.5' 16.0" 16.0" L3.0" 6.5" 9.5 16.0 13.0" 7.0.. 4.0" 6.5" 10.5" 53 l6.0" 16.0" B.0" 31.0" I6.0" 16.0 9.0 5.0" 7.5" 16.0" 10.5" 5.5" 5.5" 7.5" 62 70 16.D" 16.0" St.S" 9.5" 6.0" 5.5" 9.0" 8.0" I6.0" I6.0" 13.5 7.0 4.0 6.5 11.0" 8.5" ME 10.5" 5.5" 5.S" 5.5" 5.5" 7.5" 75" 100 10.5" 5.5" 5.5" 7.5" 30.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" U 1/4" ALL -POINTS SOLID -SET ANCHOR W/ 7/8' EMBED 6 1/4-20 SS MACHINE SCREW (3000ps1 MIN CONC) _ •� 1-1/4" MIN EDGE DISTANCE CI C2 C3 C4 CS CI C2 • C3 C4 CS CI C2 C3 C4 CS 43 16.0" 16.0" 8.5" 10.5" 16.0" I6A" L2.0" 5.5" 7.5- 16.0" 12.5" 6.5" 3.0" 5.0" S3 16.0" 6.5" 8.0" 16.0" 16.01' 8.5" 4.0" 6:0". 15.5" 50.0" S.0" 4.0" 4.0" 7.0" 7.0" 62 16.0" 5.0" 7.01' 16.0" 12.5" 6.5" 3.5" 5.0" 10.0" 10.0" 5.0" 70 16.0'4.5" lo..", 6.0" 16.0" 10.5" 5.5" 3.0" 4.0- 8.0" L0.0" 5.0" 4.0" 4.0" 7.0" 7.0" 100 10.0" 4.0" 7 •' 5.0" 1/4"ALL-POINTS SOLID -SET ANCHOR W/ 7/8' EMBED & SS MACHINE SCREW (3000ps1 MIN CONC) ' ' CI C2 C3 C4 CS C C2 L C2 C3 43 .0.. I6.0".0" 11.5 16R' .0" I6.0" L1.0" 7.0" ,0" 16.0"13.5" 16.O" 16.0" 16.0" 14.0' 8.5' .0" 16.0" fly' 5.5" 14051/4-20 62 160" I6.0"10.5" 16.0" 16.0" 16.0" L1.0" 7_0 1L.d' 16.0" 36.0" 8.5" 5.5" 70 I6.0" 15.0" 9.1. 14.0" 16.0" 12E 9.0" 6.0"10.0' 13.0" 16.0" B.5" 5.5" lOD 16.0" B.5" 5.5" 9.5" 12.0" I6.0" 8.5" 5.5" 9.5" 12.0" 16.0" 8.5" 5.5" 1/4" DEWALT SS DROP -IN W/ 114-20 SS BOLT AND I" EMBED (3000p51 MIN CONC) •� 2.5/8" 1 EDGE DISTANCE Cl C2 C3 I C4 I CS-1 CI IC2 C3 C4 CS Cl C2 C3 C4 CS 47 16.0" 16.0 34.0 16.0 I6.0 16.0 14.0 B.O" 32.5 36.0" 14.0 7.5 5.d' 53 1fi.0" 36.0" 9.5" 14.0" I6.0" 16.0 9.5" 6.D" SO.d' 16.01, 11.5" 6.0" 4.0" 7.0" 8.0" 62 16.0" 32.5" 7.5" 12.0 16.0 14.5 7.5 5.0 8.5 11.5 11.5 6.0 4.0" 7.0" 8.0" 70 16.0" 10.0" 5.5" 10.5" I6.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.d' 7.0" B.0" 100 11.5" 6.0" 4.0" 7.0" 8.0" 31.5" 6.0" 4.0" 7.0" 8.0" 13.5" 6.0" 4.0" 7.0" 8.0" 1/4" DEWALT ISDROP-IN W/ 2/4-20 SS BOLT AND 1' EMBED (3000ps1 MIN CONC) •� 3-1 2" MIN EDGE DISTANCE CI C2 - C3 C4 CS Cl C2 C3 C4 C5 Cl CZ C3 C4 CS 47 I6.0 1fi.0' 15.0" I6.0" 16.0" 16.0" L4.5" 9.0" 13.5' 16,0" 15.0" 7.5" 5.0" 9.T' 12.0" ,53 L6.0" 16.0" 10.5" 15.0" 16.0" 16.0" L".. 5.5" SOS' 36.0" 12.0" 0.0" 4.0" 7.5" 85" 62 I6.0" 13.0" 8.0" 12.5" I6.0" 15.0'• B.0" S.0" 9.O' 12.0" 12.0" 6.0" 4.0" 7.5" 8.5" 70 I6.0"4.1 7.5" 85" 100 12.0" 6.0" 1 4.V' 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 85" R12 SMS W/ T' EYEWALL ARMOR INSERT W/2"EMBED (2000psi MIN CONC) 43 51 2" MIN EDGE D]S.A Cl 16.0" 16.0" C2 16.0" 16,0" C3 11.5" 8.5" C4 14.0" 11.0^ C5 16.0" 16.0" Cl 16.0" 16.0'. C2 L6.0" L1.5" C3 7.5" 5.5" C4 IO.d' 8,0" CS l6.0" 16.0" CI I6.o" 14.0" C2 9.0" 7.0" C3 4.5" 3.5" C4 6.5" 5.5" CS 13.5" 10.0" 62 16.0" 15,0" 7.0" 9.5" 56.0" 16.0" 9.0" 4.5" 6.5" 14.0" 14,0" 7.0" 3.5" 5.5" 10.0" 70 100 16.0" 14.0" 12.0" 7.C" 6.0" 3.5" 0.0" 5.5" 16.D. 10.0" 14.5" 14.0" 7.5" 7.0' 4.0" 3.5" 30.0" 6.0" 5.5' 10.5" 10.0" 14.0" 14.0" 7.0" 7.0" 7.5" 3.5" 5.5" 5.5" 10.0" 10.0" R I25M5 W/2.75"EYEWALL ARMOR INSERT W/2.5" EMBED (20DOpA MIN CONC) 4] I6.0" 16.0" I6.0" 16.0" 16.0" I6.0" L6.o" 14. d' 16. D" 16.d' 11.5' 6.0" 9.5" 16.0" 57 I6.0" 16.0" 12.0" 16,0" I6.0" 16.0" 15.0" 7.5' ll.d' 16.0" 16.0" 9.0" 5.0" B.0" 13.0" 62 16.0" 16.0" 9.5" 13.5" 16.0" 16.0" Lt.S1 6.5' 9.5" 16.0" 16.0" 9.0" SA- B.0" 13.0" 70 16.0" 16.0 I6.0 9.5 5.5 B.5" 14.0 16.0" 9.0" 5.0" 8.0" 13.0" 100 16.0" 9.0" 5.O" B.D" 13.0" I6.0" 9.0" 5.0" 8.0" 13.0 16.0 9.0 5.0" B.0" 13.0" os%� z�2.azo 77 � as 7 / D COMBINATION [/T� I wA of / 10 LOMBINA I IUN { W MO., LL= J Na F)Ji In _ 3" ttSSII p =qpx ZIM LF^ I x5 LTYP.I 2%5(TYP.I HAI�O,N.I u W -®? 3 UI K w O W V) NOTE, "S" INDICATES ANCHOR SCHEDULE SPACING SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: N - C2 CONNECTION TYPE USING PIECE SD WITH OUTSIDE ANCHORS ONLY - Cf. CONNECTION TYPE USING PIECE Q WITH OUTSIDE ANCHORS ONLY n ANCHOR NOTES:w L 1. SPANS AND LOADS'SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE tl o op Fa i; < .•� LIMITED TO THOSE SHOWN IN TABLE 1 (Pg 1). �.�'! NMI 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR O �m : w E EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER T AN OR EQUAL TO SHUTTER SPAN. a ,"• "' 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE, ASTM C-90 HOLLOW CONCRETE SCHEDULE FOR PROPER a BLOCK OR WOOD FRAMING. REFERENCE ANCHOR ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ' CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF w CONNECTION TYPE. O S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY. 6. MANUF ICfURERSNRECOMMENDATIONS EMBEDMENTED ACCORDANCE WITRESPONSIBLE IN LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS - B m'n VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOTPLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR i• nZ B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" IMIN.I WOOD STUD, 3/4" U G SCREWS SHALL ,c o s! `3 s< ri § B gig'? EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMINGG HAVE PHILLIPS PAN HEAD OR HEX HEAD. e5€� 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN°y HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER DR BASE ANCHOR AND MAY HEAD (SIDEWALK BOLT), U.O.N. He, ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. MR ppl 4 DESIGNATES ANCHORS WHICH ARE REMOVABLE BY 0.E140VI1JG MACHINE SCREW, NUT OR WASHER WINGNUT. WPrDOplputt L6B4WmpPl, 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 20-26160 11. WHEN ANCHORING TO HOLLOW BLOCK 5DS DRILLS SHOULD NOT BE USED TO CONCRENTTE SCREWS BLOOKLD IMPACT DRILLS BE USED TO INSTALL scALE: - - PAGE DESCRIPTION, TO HOKLLOW 12. ALL MILLENIUM MILLFAST CONCRETE SCREWS SHALL.HAVE T&C ULTRACOTE 9l g. ANCHOR SCHEDULE: HOLLOW CONCRETE.BLOCK DO PE UIH659CA,4,85 O8/i12/�Q20 C N j 7 a: fill mow ��,j1111 ANCHOR SCHEDULE: ( ) LL"" w; � z ll ¢u Cl Gw IJJ�JJj D��=u u '6 3aa:i UI w w OW Dp N a n n Nv ��RRtt�.1 00 Irti. ;-0. t 4: n 5 brn3 O n g ANCHOR SCHEDULE: WOOD (G=0.42)=3s <LL 2 f< 3= d d 8 4 y 5 ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK tt�qq 0 Ho A" MIN EDGE DISTANCE Scans Up TO 12'-0" - 23 Q• a j Spans Up To G-D" Spans Up To B'-3" LOAD CDNN TYPE CDNN TYPE CDNN TYPE Y :A Y 11 B E 0 ANCHOR (pSf) Cl C2 C3 C4 CS Cl C2 C3 CA CS Cl C2 C3 C4 CS ppP` 5/16" ITW TAPCON XL W/ B 43 I6.0" 16.0" 16.0" 16.0" 16.0" 16.0•' 16.0" 15,0' 16.W' 16.0" I6.0" 150' 9.0" 14.0" 16.0" @@ e 2-1/4"MIN. EMBED 53 16.0" 16.0" 16.0" I60' 16.0" 16.0" 1EV 11.0' 16.0" 16.0" 16.0" 12.0., 7.5" 12.0" ifiV ma' 9.0' 14,0" 16.0" 16.0" 12.0" 7.5" 12.0" 16.0" ®gyp 62 16.0" 16.0" 14.0" 16.0' 16.0" 16.0'. �+ y a�$ x 70 16.0" 16.0" I1.5" 160' I6.0" 16.0•' 12.5' B4O" 125" 16.0" 16.0" 120" 7.5' 12.0" 16.0" 100 16.0" 17 0" 7.5" L2.0' I6.0" I6.0" 12.0" 7.5" 12.0" 16.0" 16.0" 12.0' 116.0" kk Q D W ZZ bi R a= 6 U 5/16" DEWALT ULTRACON 43 16.0" 16.0" 10.5•' L4.0" I6.0" 16.0" 10.5" 6.5" 9.5" 16.0" 11.0" 5.5" 6.5" 9.0" O]P3ROnfRV1MLfiFMVR00 P.E w g W/ 2-114" MIN. EMBED 53 36.0" 13.5•' 7.5" 11.0" 16.0" 14.0" 7.5" i 7.5" 6.5" 20-26160 w 62 16.0" L0.0" 6.0" 9.0" 16.0" 11.0" 5.5" 6.5" 9.0" 9.0" 6.5" S 70 15.0" B.0'• 5.0" 8.0" 15.5' 9.5" 5.5'_ 7_D" 9.0" 65" scA15e _ _ PAGE DESCRIPTION: $ SDo 9.0" 5.5' 6.5" '9.0" 5.5" 6.5" 9.0" 6,5" cs 2" MIN EDGE DISTANCE Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS E # 12 SMS W/ 2" EYEWAl1 43 16.0" 16.0" 9.5" 11.5'• 16.0" 16.0" 14.0" 6.0" 0.0" 16.0" 14.5" 7.5° 3.5" 5.5" 11.5" .�: ARMOR INSERT W/ p2" EMBED 53 16.0" 16.0" 7.0" 9.0"M160"" 16.0" 9.5" 4.5" 6.5" 16.0" 11.5" 6.0" 3.0" 4.5" B.5"Ir 70"12"5"3.0" 45" 9.D" 11.5" 6.0" 3.0" 4.5" B,5" ANCHOR NOTES: SEE SHEET 100 11.5" 6.0" 3.0" 4.5"11.5" 6.0" 7.0" 4.5" B.5" 11.5" 6.0" 9 FOR ANCHOR NOTES. C1 r � ANCHOR LOAD (ps0 2' MIN EDGE DISTANCE 50Bn5 Up To 6'-0" CDNN TYPE Cl C2 C3 C4 CS 50an9 Up To e'-7" CDNN TYPE Cl C2 C3 CA C5 Scans Up To 12'-0" CDNN TYPE Cl C2 O C4 CS R12 SMS W/ 2" EYEWALL 43 I6.0" 16.0" 7.5" 9.0" I6.0" I5.5" E.5" 4.5" 6.5" 4.5" 9.0 � O � ANCHOR LOAD (psi ' 3/4" MIN EDGE DISTANCE SDans UP TO 6'-0" CONK TYPE Cl C2 C3 C4 CS Spans Up To B•-3" CDNN TYPE C3 C2 C3 C4 CS SpdnS UD Tp CDNN TYPE Cl C2 C3 12'-O" C4 CS 1/4" LAG SCREW WITH 1-3/4' MIN THREAD PENETRATION 43 16.0" I6.0" 31.5" 125' 16.0" 16.0" 16.0" 7.5" 9.0" 36.0" 16.0" 14.5" 4.5" 6.0" 16,0" 5310.0' 6.0" 7.0" I6.0" 16.0" 11.5" 4.0" 5.0" I6.0" 62 .0"7.0"16.0" 16.0"14.5" 60' 6.0"16.0"16.0" 11.5"4.0" 5.0' 16.0"70 .0"6,0"16.016.0"12.5" 1.5'4.0"5.0" I6.0" 36.0"11.5" 4.0" 4.0' 5.5" S.0" 36.0" 16.0" 16.0" 16.0" 11.5"4.0" 11.5" 4.0" 5.0" 5,0" 16,0"100 36.0" i7SS 7/16" W000 BUSHING WI7H43 1.13"MINEMBED&1/4-20 MACHINESCREW .0" B.0"10.0'16.0"15.5"B.5" 4.5" 7.0" 15.5' B.5" 4.5" 4.5" 7.0" 53 .5"5,5" B.0" 16,0" 11.0"6.0" 3.5" 5.5" 31.0"7.0" 3,5" 4,0" 5.0" 62.0" I 4.5"4.5" 3.0" 4.5" 7.0" 5.5" 7.0" 7.0"3.5"4.0" 3,5" 405070.0"3.5" 5.0"os"a.o"s.a••zo••3s^.a'•s.o••zD3.54.0^s.0^R145M5OR#14 5.5" 12.5" 7.5"3.5"4.0" WOOD WRIT 1-3/4"MIN53 THREAD PENETRATION 4ID®1i10101ID1a 12.5" 14.5' I6.0" I6.0" 16.0" 8.010"]5.0" 7.0"16.0"SCREW 9.0" 16.0" I6.0" 35.0" 6.0"16.0" I6.0" 9.5" 4.0" 5.5" 13.0" 62 36 7.5" 4.0" 5.5" 13.0" 70 I6 6.5"4.5.5"13.0" 4.0" 5.5" 13.0" 16.0" 9.5" 4.0" 5.5" 13.0" I6.0" 5.5" IJ,U" V L � ANCHOR LOAD (psi 3/4" MIN EDGE DISTANCE Spans UV TO 6'-0" CDNN TYPE Cl C2 C3 C4 CS Spans Up To CDNN TYPE Cl C2 C3 B'-3" CA CS Spans Up TD CDNN TYPE CS C2 C3 C4 CS v 1/9" LAG SCREW WITH t-3/4' H1N TlIREAD PENETRATION fJ�'UUttU1%" 43 16.0" I6.0" 9.0" 10.0' 16.0" I6.0" 16.0" 5.5" 7.0" 16.0" 16.0" 9.5" 3.5" A.5" 53 16.0" 16,0" 6�5" B.O" 4.5' S.5" I6.0" 15.0" 7.5" 3.0" A.0" 62 16.0" 16.0" 5.$" 6.5" 16.0" 16.0" 9.5" 3.5" 5.0" 15.0" 15.0" 7.5" 3.0" 4.0" 11.0" 7D 16.0" 17.5' 4.5' 6.0" B.0" 7.0" 4.0" S3.S' 15.0" 7.5" 3.0" 4.0" I1.0" 100 3.0" 9.0' I1.01.0.5"3.0"4.11.0"150"75300I10#laSMS OR#L9 WOOD i-3/4"MIN536.0B54.0" 43 12.5"5.5" 7.0" 16.0"13.0" 6.5" 3.5"5.0" 10.5"�SCREWWRH �15.0-17.5" 5.5" 56.0"10.5"5.5"2.5"4.0"5"3TH0.EADPENETRATION 62115"6.5" l,5" 5.0"10.5"f0.5"5.5"2.5"4.0"7."{l001600R61001`70 9.5"4.0"4.07.55.5" 2.s" 4.0" 7.5" IO.s" 5.5" 2.5" 4.0"4.0" 7.5" ACCORDION SHUTTER SYSTEM 69" 71= L[ I. I I I I I I - MAX SUIT C, ..—_ C SPAN (2) ANCHORS p PER SIDE, SEE O NOMINAL WIDTH ' PER SCHEDULE 1 TYPICAL ELEVATION OPTION 1 3 12 N.T.S. EXTERIOR ELEV 1 ACCORDION SHUTTER SYSTEM MAX SLUT C- O SPAN (2) ANCHORS, O p PER SIDE, SEE DETAIL 4/12 ALTERNATE MOUNTING OPTIONI 0810201 DESIGN SCHEDULES OPTION 1 (1) 2x3x02S ANGLE 6063-T6) OPTION 2 (2) Zx3xO.125 ANGLES 605346) NOMINAL IDTH ALLOWABLE DESIGN PRESSURE POSITIVE(4) NEGATIVE (-) NOMINAL ALLOWABLE DESIGN PRESSURE POSITIVE I-) ___ NEGATIVE (-) 42" 151 TNT 200 psf 4T' SOPO 173 psf 45- 131psf 200 Psf 45' 69 Psf 151 psf 45" 116 psf 177 psf 40" 61psf 132 Psf 61" 102 PIT 147 psf 51" 54 psf 117 Psf 54' 91 psf 124 psf 54" 48psf 105 Psf 57- 82pf 106 Ps 67, 43 psf 94 psf 6P' .74 psf 91 Psf ow 39psf 85 Psf 63" 67 psf 78 psf e3' 35 psf 77 psf 6s' 61PO 68 psf es^ 32psf 70 psf 69, SGPO fi0 pIl Q9, 30 psf 63 psf 72• Slpsf 1 52 psf 1 72' •27psf 56 psf 7S' 46 psf 46 psf 75" 25 psf 49 psf 76' 41 psf 41 psf 76" 23 psf 44 psf Bf" 37 psf 37 psf 8l' 21 psf 39 ps, MUTE: UtSlGN YKCSSUKt] ]11VYVn 1N UC�wry �un[Uu�C nrcr run DETERMINING MAXIMUM ALLOWABLE HORIZONTAL SUPPORT ANGLE SPAN. } PER SCHEDULE SHUTTER SPANS AND ALLOWABLE LOADS SHALL NOT EXCEED THOSE 2 TYPICAL ELEVATION OPTION 2 PERMITTED IN DESIGN SCHEDULES. 4 12 N.T.S. EXTERIOR ELEV SHUTTER SYSTEM SHUTTER SYSTEM 2"x3"x0,25° 6063-T6 2"x3x0.125` 6063-T6 ,,•- CONTINUOUS ANGLE-' _ I CONTINUOUS ANGLE SUPPORTING SHUTTERTRACK a SUPPORTING SHUTTERTRACK F i'i LAG SCREW WITH 2"i i;�!j' y4N/11° LAG SCREW WITH 2":,t` N THREAD PENETRATION,.' IO ai THREAD PENETRATION/ AND 3:° EDGE.DISTANCE'r::• I AND X" .42 M DISTANCE TO Ge0.42 M[N. WOOD,% ---ILL TO G=0.42 MIN. WOOD, CENTERED IN LEG OF/ CENTERED IN LEG OF 2"x3"x0.25"ANGLE 2"X3"x0.25"ANG��L��E11'ff�� i j G=0.42 MIN. WOOD G=0.42 MIN. W D i % �i� ANCHOR NOTE: J" MILLENIUM MILLFAST SCREWS W/ CEILING HEADER HOST STRUCTURE HOST ST RE j _ CEILING HEADER T&C ULTRACOTE MAY BE USED IN L7EU OF THE LAG • l,•. �% ��' I% j . SCREWS CALLED OUT ON THIS SHEET UTLIZING THE I.A. ! � SAME CRITERIA. i 1/4-20 316 SS THRU-BOLT SPACED j 114-20 316 SS THRU-BOLT 12" O.C. MAX OR #14 316 SMS OR !'• �,'!' is SPACED 12" O.C. MAX OR #14 y4" LAG SCREW WITH 2"'.• %/ SOS SPACED 6" O.C. MAX. FASTENER �' LAG SCREW WITH 2"// 316 SMS OR SDS SPACED 6" TIIREAD PENETRATION;% SHALL BE LOCATED 1" FROM ENDS, THREAD PENETRATION O.C. MAX. FASTENER SHALL BE AND N" EDGE DISTANCE% AND %- EDGE DISTANCE/ LOCATED 1" FROM ENDS. . TO G=0.42 MW. WOOD, /,/' TO G=0,42 MIN. WOOD, CENTERED IN LEG OF / 2"x3'k0.125" 6063-T6 ALUMINUM CENTERED IN LEG OF'.:` 2"x3"x0.125" 6063-Tfi ANGLE, 2" LONG, ONE PER END 2"x3"x0.125" ANGLE, CONTINUOUS ANGLE 2"x3"x0.125" ANGLE, j OF 2"x3"x0.2S" ANGLE. • • • • • - SUPPORTING SHUTTER TRACK TYPICAL END ATTACHMENT TYPICAL END ATTACHMENT s OPTION ] a OPTION 2 SZ N.T.S. VERT SECTION 1,L2,j N.T.S. VERT SECTION �^"20-26160 I